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Home My WebLink About2034 ARENAL RD; ; CB890015; Permit.. DECLARATIONS LENDER -1 WORKER'SCOMPENSATION OWNER).UILDER 1- CONTRACTOR ". . I \ 5 I le r> Whlle ~ Inspector Green ~ (1) Finance Yellow - Assessor Plnk ~ Applicant Gold ~Ternporary File TIME ARRIVE: TIME LEAVE: CD LVL DESCRIPTION COMMENTS PERMITS 6/15/89 TIKE CD PERMITS 6/15/89 DEVELOPMENT PROCESSING SERVICES DIVISION CARLSBAD, CA 92009-4859 2075 LAS PALMAS DRIVE (619) 438-1 161 MISCELLANEOUS FEE RECEIPT Applicant Please Print And Fill In Shaded Area Only CITY ZIP TEL. - CONTRACTOR .9/1.; CONTRACTOR'S MAILING ADDRESS LI CiTY ZIP TEL. BUSINESS LICENSE NO. SUBDIVISION LOT@) I CONTACT PERSON 11 om VALIDATION AREhi, 532.00 3969 01/05/89 0001 01 05 ESTMATED VALUATION 1 b 7L / PLAN CHECK FEE 001-810-00-00-8821 IF THE APPLICANT TAKES NO ACTiON vrVlTHlN 180 DAYS, PLAN CHECK FEES UlLL BE FORFEITED. CHECK IF SUBMITTED 2 ENERGY CALCS 0 0 2 STRUCTURAL CALCS 2 1987 ENERGY CALCS FOR NON RESIDENTIAL BLDGS 0 2 SOILS REPORTS 0 2 SELF ADDRESSED ENVELOPES DATE GIVEN/ SENT TO APPLICANT DATE LA COSTA LETTER SCHOOL FEE FORM P & E'CORRECTIONS LIS1 CERTIFICATE OF OCCUPANCY White. File Yellow. Applicant Pink. Finance Gold . Assessor .- -a ct.3 ... - - ---"---- ,---"-~~----- ----------"- """_ ""- "" CORRECTION N"OT1CE PLUMBING 0 UNDERGROUND PLUMBING 0 UNDERGROUND WATER 0 ROUGH PLUMBING 0 TOP OUT PLUMBING 0 SEWER AND PUCO. MISCELLANEOUS 0 PLENUM AND DUCTS 0 COMBUSTION AIR 0 CONDITIONED AIR SYSTEMS 0 SOLAR 0 GRADING 0 POOL 0 PATIO 0 SIGN 0 OTHER DATE: INSPECTOR < BUILDING INSPECTION DEPARTMENT '" CITY OF CARLSBAD PHONE - 436-3550 1 - L ". Note: Finel Inspection Required "- - ,. iPh"*.L"-.U"-Crr-.""".r"~.9~.~~ ,-." -,"A _,_,_ ., . CORRECTION NOTICE 0 APPROVED PLANS SHALL BE ON JOB SITE BUILDING 0 FOUNDATION 0 FLOOR AND CEILING FRAME 0 SHEATHING 0 FRAME I 0 EXTERIOR LATH 0 INSULATION 0 INTERIOR LATH OR DRYWALL ~.%i5ciTjA/b \ PLUMBtffi~. ,. . , ," ,.., ~, . , ,., . ., ..., :. ,d,., .,. , ,, ,I,. ., . . .. .. ., , . . . . . . . .. . . ... 0 UNDERGROUND PLUMBING 0 UNDERGROUND WATER 0 ROUGH PLUMBING 0 TOP OUT PLUMBING 0 SEWER AND PUCO. 0 TUB OR SHOWER PAN 0 GAS TEST 0 WATER HEATER , ~ . .. -~ .. - . . . . ~- ~.. .. . .,~ 1 . - . .~ . . .~ .. . ~ _. ~ ~~ ~ " ELECTRICAL 0 TEMPORARY SERVICE 0 ELECTRIC UNDERGROUND 0 ROUGH ELECTRIC 0 POOL BONDING 0 ELECTRIC SERVICE 0 UFERGROUND 0 G.F.I. 0 SMOKE DETECTOR . .. MISCELLANEOUS 0 PLENUM AND DUCTS 0 COMBUSTION AIR 0 CONDITIONED AIR SYSTEMS 0 SOLAR 0 GRADING 0 POOL 0 PATIO 0 SIGN 0 OTHER DATE: INSPECTOR BUILDING INSPECTION DEPARTMEkT CITY OF CARLSBAD PHONE - 43W650 Noh: flnrl lnapecHon Rwuhd - IU-LY " May 16;~ 1989 JOHN VERNON & ASSOCIATES 1859 S. ESCONDIDO BLVD. ESCONDIDO, CA 92025 TEL. (619) 743-8808 JOHN E. VERNON, PRESIDENT CHUCK DAVIS, VICE PRESIDENT RCE &la, GE 858 FRED BRONSON, CHIEF OF SURVEYS RCE .?I719 LS 5085 Frank & Sharon Alesia Carlsbad, CA 92008 2034 Arenal Rd. Subject: Footing Certification Site: 2034 Arenal Rd., Carlsbad To whom it may concern: and graded pad area at the above referenced site and verify that This is to verify that I have checked the footing excavations they are in substantial conformance with the grading plan, soils reports & my recommendations. &John E. Vernon Exp. 9/30/89 RCE 21121, GE 858 INRIAL WEIGHT OF SAND .MIGHT OF RESIDUE WEIGHT OF SAND USED SAND DENSITY VOL. OF HOLE 8 CONE .VOL. OF CONE VOL. OF HOLE EXCAVATED SAMPLE: WET ' WEIGHT DRY WEIGHT .WEIGHT OF WATER % MOISTURE IN PLACE WET DENSITY IN PUCE DRY DENSITY IMPACT. TEST. DATA: OPTIMUM WET DENSITY OPTIMUM DRY DENSITY OPTIMUM MOISTURE % ,060 CF .aYD CF ,n RELATIVE COMPACTION: 1 %MOISTURE p7-1 REMARKS: JOHN VERNON & ASSOCIATES 1859 S. ESCONDIDO BLVD. ESCONDIDO, CA 92025 TEL. (619) 743-8808 Note to contractor, subcontractor and property owner: We emphasize that it is the responsibility of the contractor to slab. Experience indicates that use of reinforcement in slabs insure that the slab reinforcement is placed at midheight of the and shrinkage cracking. However, some cracking should be and foundations will generally reduce the potential for drying normal; however, it is often aggravated by a loose sand bedding, expected as the concrete cures. Minor cracking is considered of placement, small nominal aggregated size, and rapid moisture a high waterlcement ratio, high concrete temperature at the time conditions during placement and curing. Cracking due to loss at time of placement, due to hot, dry, and/or windy weather temperature and moisture fluctuations can also be expected. The use of low slump concrete not exceeding 4 inches at the time of placement is recommended. The contractor should take appropriate curing precautions during the placement of concrete to minimize cracking of slabs. We recommend that a slipsheet or Semco Tile Set (or equivalent) be utilized if crack-sensitive flooring (such as marble tile or Mexican pavers) is planned directly on the concrete slab. All slabs should be designed in accordance with paving placed closer than 5' to fill slopes are susceptible to structural considerations, Patio slabs, driveway slabs or A.C. edge settlement and cracking if proper precautions are not made for lateral support. ~1 PROPERTY DEVELOPMENT ENGINEERS. INC. NGlNEERlNG .SOILS TESTING SURVEYING DATE: 09/25/90 +Y PERMIT NUMBER: CB890015 ISSUE DATE: 02/24/89 LAST INSPECTION: 4/29/90 TO: LLOYD, MIKE 265 PORTIA AVAE PLEASE CALL FOR AN INSPECTION VISTA CA 92068 IF WORK IS COMPLETE RE: BUILDING PERMIT EXPIRATIO ADDRESS: 2034 ARENAL RD Our records indicate that your building permit will expire by limitation of time on 10/26/90. The provisions of UBC, Section 303(d) state: "EXPIRATION. Every permit issued by the Building Official under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Before such work can be recommenced, a new permit shall be first obtained so to do, and the fee therefore shall be one-half the amount provided further that such suspension or abandonment has not exceeded required for the original plans and specifications for such work: and one (1) year. Any permitee holding an unexpired permit may apply for an extension of the time within which he may commence work under that permit when he is unable to commence work within the time required by this section for good and satisfactory reasons. The Building Official may extend the time request by the permitee showing that circumstances beyond the control of the for action by the permitee for a period not exceeding 180 days upon written permitee have prevented action from being taken. No permit shall be extended more than once. In order to renew action on a permit after expiration, the permitee shall pay a new full permit fee. Please check below indicating your intentions and return this letter to us. - Project abandoned. New permit will be obtained prior to commencing work. - Maximum 180-day time extension requested. (NOTE: A separate letter for an extension request and reason for such, must accompany this form.) If you have any questions, please contact this department at 438-3550. TONY "MATA Principal Building Inspector / 2075 Las Palmas Drive - Carlsbad, California 92009 - (619) 438-1 161 ~ City ~~~~~~ . of Carlsbad Date: March 6, 1990 Permit Number: 89-15 I ssue Date : 2-24-89 Last Inspection: 9-21-89 To : Frank Alesia PLEASE CALL FOR AN INSPECTION IF 2034 Arenal Road WORK IS COMPLETE Carlsbad, CA 92009 2286 SF Residential Addition 79 SF Balcony 79 SF Patio RE: BUILDING PERMIT EXPIRATION JOB ADDRESS: 2034 Arenal Road Our records indicate that your building permit will expire by limitation of time on 3-21-90 The provisions of UBC, Section 303(d) state: "EXPIRATION. Every permit issued by the Building Official under the provisions of this code shall expire by limitation and be- come null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by period of 180 days. Before such work can be recommenced, a new permit shall be first such permit is suspended or abandoned at any time after the work is commenced for a obtained so to do, and the fee therefor shall be one-half the amount required for the original plans and specifications for such work; and provided further that such suspen- sion or abandonment has not exceeded one (1) year. Any permittee holding an unexpired permit may apply for an extension of the time within which he may commence work under that permit when he is unable to commence work within the time required by this section for good and satisfactory reasons. The Building Official may extend the time for action by the permittee for a period not exceeding 180 days upon written request by the permittc showing that circumstances beyond the control of the permittee have prevented action from being taken. No permit shall be extended more than once. In order to renew action on a permit after expiration, the permittee shall pay a new full permit fee. Please check below indicating your intentions and return this letter to us. Project abandoned. New permit will be obtained prior to commencing work. Maximum 180-day time extension requested. NOTE: A separate letter for an extension request and reason for such must accompany this form. If you have any questions, please contact this department at 438-3550. Building Official ESGIL CORPORATIO 0320 CHESAPEAKE DR., SUITE - k=lL 2 12 \ 69 SAN DIEGO, CA 02123 (610) 680.1- DATE : 21 B I09 JURISDICTION: C,rn<RI+D PLAN CHECK NO: Gq-0015 SET: x PROJECT ADDRESS: 20 34- ?.E R) 4 L s PROJECT NAME: Ee5. RDD , a necessary and substantially comply with the jurisdiction's The plans transmitted herewith have been corrected where building codes. The plans transmitted herewith will substantially comply 0 with the jurisdiction's building codes when minor deficien- cies identified checked by building department staff. The plans transmitted herewith have significant deficiencies and resubmitted for a complete recheck. The check list transmitted herewith is for your information. t. are resolved and 0 identified on the enclosed check list and should be corrected 0 The plans are being held at Esgil Corp. until corrected 0 0 !a 0 plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: ~ Esgil staff did not advise the applicant contact person that plan check has been completed. Esgil staff - did advise applicant that the plan check has been completed. Person contacted: Date contacted: Telephone # REMARKS : By: ZW &I F+~L Enclosures : @ ?~4nl ESGIL CORPORATION .. . .. , ESGIL CORPORATION 9320 CHESAPEAKE DR.. SUITE 308 g&n. &1L 119 189 DATE : I\ 121 83 JURISDICTION: CITY OF CARLSBAD PLAN CHECKER PLAN CHECK NO: 8% - 00 \ 5 SET: r FILE COPY DESIGNER PROJECT ADDRESS: 20 3 4 . A 'ZGt4.l~ '& I The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. with the jurisdiction's building codes when minor deficien- The plans transmitted herewith will substantially comply cies identified checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a ccmplete recheck. The check list transmitted herewith is the jurisdiction's copy for your information. The plans are being held at Esgil Corp.-until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: are resolved and M\Ke LLOm 2.f-5 PoETIG VIS-W. CFl, 32UG% Esgil staff did not advise the applicant contact person that plan check has been completed,arwc-z "W+N m\n\~~n)f~. Esgil staff advise applicant that the plan check has been completed. Person contacted: Date contacted: Telephone #- REMARKS : mmiom: PIxAsERMp Plan check is lbited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy handicapped. The plan check is based on conservation, noise attenuation and access for the hpartmant. You may have other corrections based regulations enforced by the Building Inspection Engineer- Department or other departmentp. on laws and ordinances by the Planning Department. Resent California law mandates that residential construction comply with Title 24 and the following model codes: 1985 UBC (eff. 7/31/87) 1985 UPC (eff. 3/30/87) 1987 Nu: (eff. 10/28/87) 1985 Vm: (eff. 8/28/87) The above regulations apply to. residential adopted by ordinance. construction, regardless of the code editions Iha circled items listed need clarification, modification or change. All item have to be satisfied before Me plans will bs in conformanee with the cited codes and regulations. Per Sec. 303(c), 1985 Uniform Build- Code, the approval of the plans does not pit the violation of any state., wunty or city law. To meed M the recheck urocess. note on this list addressed i.e., ~lan sheet. suecification. etc. Be lor a CODY) where each correction item has besr\ sure to enclose the mar*ed UD list when YOU submi< the revised ~lan~. - pwrs Show on the title sheet all structures, pools, please make all corrections on the original walls, etc. included under this application. tracings and submit two new sets of prints, and hy portion of the project shown on the site plan that is not included with the building any original plan sets that may have been permit application filed should be clearly returned to you by the jurisdiction, to: identified as "not included." Esgil Corporation. 9320 Chesapeake Drive, Suite 1208, San Diego, California 92123, J Clearly show if the lower level is a basement or a story, based on the definitions in (as defined) on the elevations and dimension the distance. to the floor above, for story determination. (619) 560-1468. Sections 403 and 420. Plot the finish grade tracings and suhit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: FmKpEmzcrIm t J t"' / 7 s! The jurisdiction's building department. Indicate on the Title Sheet of the plans, the name of the legal owner and name of person responsible for the preparation of the plans. Section 302(a)7. person responsible for their preparation. All sheets of plans mst be signed by the (California Business and Professions Code). Plans, specifications and calculations shall be signed by the California state licensed engineer or architect responsible for their preparation, for plans deviating from conventional wood tram construction. Specify expiration date of license. (California Business and Professions Code). Specify on the Title Sheet of the plans the gross floor area of each element of this patio, deck and balcony. Section 302(c). project including dwelling, garage, Carport, Provide a statement on the Title Sheet of the ~.. -~~ "" ~~~~~~ ~~~ ~~~~ ~~~~ plans that this project shall comply with Title 24 and 1985 UBC, UnC and UPC and 1987 NEC. show elevations of adjacent finish grade. fiLLrhpon. Show finish floor elevations and Show drainage patterns with minimum slopes. Section 302(c). Indicate distance from property lines to proposed building. Section 302(c). y! Walls closer than 3 feet to property lines shall be one-hour rated construction, have no openings, and shall have 30 inch parapets when the building floor area exceeds 1,000 square feet on any floor. (Table 5-A, Section 1709 (a)). ,/ Projections, including eaves. may not extend more than 12 inches into the 3 foot setback windows shall be not less than 30 inches from from the property line. Eaves over required the side and rear pro erty lines. Section 1710 and Section 504 (a7 and (b). pi. Plastic skylights shall not be installed within 8' of an exterior wall located where openings in such exterior wall are prohibited or required to be protected. Section 5207 (a) 7. 1y Projections, including eaves, shall be one- hour tlre-reslsrlve construcrion, heavy LXkr or of noncomptible material if they project into the 3 setback area from the property line. Section 1710. Show location of pemently wired mke detector, centrally located in corridor or area giving access to sleeping rooms or above stair if sleeping rooms are on upper level. Section 1210. A smoke detector shall be installed in the basement of dwelling units having a stairway which opens from the basement into the dwelling. Such detector shall be connected to a sounding device or other detector to provide M alarm which will be audible in the sleeping area. Section 1210. men the valuation of a mom addition exceeds $1,000, or when sleeping rooms are created, bedrooms per item 16 above. smoke detectors shall be provided at existing Habitable rooms, other than kitchens, shall At least. one room shall have not less than 120 contain at least 70 square feet of floor area. square feet of floor area. Section 1207 (a). Window area must be at least 1/10 of the floor area and a minim of 10 square feet per Section 1205 (a). Appears to be deficient in Openable window area in habitable rooms must be 1/20 of the floor area and a minimum of 5 square feet. In bathrooms, laundry rooms and minimum is 1.5 sq. ft. (Section 1205 ?a)). similar rooms 1/20 of area is re uired and At least 112 of the comwn wall must be open and have an opening not less than 25 sq. ft. nor one tenth of the floor area of the interior room if light and ventilation is be supplied from an adjacent room. Section 1203a). porch unless the ceiling height is at least 7 Required windows shall not open into a roofed feet. the lonper side is at least 65% o~en. and \ %e~porch ab& a street, yard or court: . Section 1205 (a). Provide mechanical ventilation capable of providing five air hges per hour in bathroomr, water closet compartments, laundry windows are not provided. Section 1205 (a). IDUYI~ dirl Auild LUUU i1 reyilird ~penfibk No habitable room, other than a kitchen, shall be less than 7'0" in any dimension. Saction 1207 (c). Show that ceiling height for habitable rooms is a minh of 7'6". Section 1207 (a). hallways, corridors, and bathroom is a minimum Show ceiling height for laundry rooms, 1 of 7'0". Section 1207 (a). 2$ Diwnsion on the plans the 30" clear width for water closet cnnpartpMta and 24" clearance in front of water closet. Section 511 (a). @ Specify safety glazing for glazing in hazardous to such doors and glazing adjacent to walking locations such as glass doors, glazing adjacent surfaces. Section 5406. \ - Tttr- A & 0 c31wDo~s. / u' P Glazing, in the same wall plane as a door, must be safety glazing if within 12" of the door and less than 60" above the walking surface, unless the glazing is leaded or faceted glass. Section 5406 (d) 6. Glazing in shower and tub enclosures Shall be tempered, laminated or approved plastic shower floor). Section 5406 (d) 5. (including windows within 5 feet of tub or Sleeping rooms shall have a window or exterior door for emergency exit. Sill height shall not exceed 44" above the floor. 'me window must have an openable area of at least 5.7 square feet with the minimum openable width 20" and the minimum openable height 24". Section 1204. d A mezzanine is an intenwdiate floor and may not havi a floor area exceeding 33 113 percent 'me mezzanine floor mast have a clear height of the total floor area in the room below. of 7 feet, above and below, and must have the long side open to the room below except for posts and protective walls or railings not exceeding 42" in height. Section 1716. The loft you show does not comply as a mezzanine floor and is, by Uniform Building Code definition, a story. Section 1716. mms. srNmiAYs. Nm - / / + Floors above the second story shall have not Lin*L if ;ish ;cctpid L-LX 222 IC:; less than 2 exits. Occupied roofs may have 500 square feet and located no higher than inmediately above the second story. Section 3303 (a). Required exit doorways shall be not less than and shall be capable of opening at least 90 36" in width and not less than 6'8" in height, degrees. Section 3304 (e). porches, balconies, and open sides of stair Provide 36" high protective railing for landings. Openings between railing shall be less than 6". Section 1711. Show how guardrail connection details are adequate to support 20 pounds per lineal foot at a right angle to the top rail. Table 234. -..:. / 4 Provide stairway and landing details. Section 3306 (b) & (e). a. Kwh rise is 7" and minimum run is 11". Wen the stairs serves less than 10 occupants, or serves an unoccupied roof, rise may be 8" maximum and aun 9" mininuno. f- b. ninh headroom is 6'6". C. Minh'width is 36". All handrails per Section 3306 (j), shall satisfy the following: a. Provide handrail for stairways with 4 or more risers. b. Handrail shall ba 30" to 34" above the nosing of treads. c. The handgrip portion of handrail shall be not less than 1 114" nor more than 2" in cross-sectional d-ion. measured in the direction of travel, at least Every stairway landing shall have a dimension, equal to the stairway width. Such dimension need not exceed 36 inches. Section 3306 (g), 3304 (i) . A door may open inward at the top step of a stairway provided the top step is not more than 7 112" lower than the floor level. Section 3304 (h). / ;r' Pry'ide details of winding stairway complying "Auk SLCtkZ ??C5 (2::. a. Minimum tread is 6 inches at any point and minimum 9 inches at a point 12 inches from where the treads are narrowest. b. Haximum rise is 8 inches. C. Minimum width is 36 inches. 4. 3306 (f): . Provide spiral stairway details, per Section Spiral stairways nay not bo used for required exits when the area served is greater than 400 sq. ft. Section 3306 (f). Provide I.C.B.O. Research Report and number for metal stairway, or submit plans and calculations and approved fabricator registered with the building departmnt or note that the stairway fabrication plans shall be submitted to and approved by the building official prior to installation. In buildings over 2 stories in height, provide 314 hour fire-rated assemblies for all openings in the exterior wall below or within 10 feet horizontally of an exterior stairway. An exit balcony with 2 separated stairways is exempt. Section 3306 (1). Openings in exterior walls below or within 10 feet, measured horizontally, of an exterior stair siiall be protected by self-closing fire assemblies having a three-fourths-hour fire protection rating when the stair serves a floor level having openings in two or more floors below it. An exit balcony with two separated stairways is exempt. Section 3306 (1). Exterior stairways shall not project into the 3 foot setback from the property lines. Section 3306 (n). The walls and soffits of the enclosed usable space under interior stairs shall be protected on the enclosed side as required for one-hour fire-resistive construction. Section 3306 ;d Y ;d f ;d J ""' ' /..\ Within units, show that corridors have a minimum width of 36 inches. Section 3305 (b). FBEmG Specify roof slope. Roof slope is not adequate for roof type specified. Table 32-Bj Section 3203 (h). a. Minimum run is 7 112 inches measured at a point 12 inches from where the treads are the narrowest. b. Haxinuno rise is 9 112 inches. C. Minimum headroom is 6 feet 6 inches d. The tread wt provide a clear walking area measuring at least 26 inches from the outer edge of the supporting colum to the inner edge of the handrail. ' Specify roof material and application. Chapter 32. Specify I.C.B.O. or U.L. approval number for roof materials not covered in U.B.C., e.&, tile, etc. Section 107. Ihe maxim slope for a fire retardant built- up roof, with rock or gravel surfacing, is 3 inches in 12 inches. Section 3203 (e) 2. Ihe minim slope for a fire retardant built- up roof, with cap sheet surfacing, is 112 inch in 12 inches. Section 3203 (e) 3. Specify minimm 114 inch per foot roof Slope water. Section 3207 (a), Section 2305 (f) and for drainage or design to support accumulated Section 2511 (d) 6. Show roof drains and overflows. Section 3207. with Sections 3401 and 5207 or provide I.C.B.O. Provide skylight details to show compliance+ approval numbar. ,# Plastic skylights mst be separated from each other by at least 4 feet. Section 5207 (a) 6. Show attic ventilation. )linjmum vent area is at least 50% of the required vent is at least 3 11150 of attic area or ll300 of attic area if feet above eave vents or cornice vents. Show required area and area provided. Section 3205 (e). p lusowRI Provide fireplace construction details or note construction to be per attached fireplace standard drawing. Chapter 37. Show anchored veneer support and connections co~ly with Section 300.5 (d)l and Section 2515 (a]. Show ties and 19 wire in horizontal #! Show height and construction details of all & Note that cleanout openings shall be provided at the bottom of all cells to be grout filled be sealed before grouting, a€ter inspection. in accordance with Table 244. Cleanouts shall . Show floor and roof connections to masonry walls. Connection shall resist 200 pounds per lineal foot or the actual design load, whichever is greater. Cross grain tension or bending in wood ledgers is not permitted. Section 2310 & 2312 (j)3A. P attached to wood in Seismic Zones 3 and 4, jornts. masonry walls. Chapter 24. . Provide details for d? proofing the foundation walls, below fmish grade, where usable space exists on the interior side of the Walls. Section 1707 (d). f Show a rnininum 2" air space and flashing between planter and building walls. Section 2516 (c) 7. Jd Garage requires one-hour fire protection on the garage side of walls and ceiling comn to the dwelling. Table 5-B, Section 503 (d). All elements supporting floor above garage, have one-hour fire-resistive protection on the including walls supporting floor joists, must garage side. Section 503 (b) openings between garage and dwelling. Section . Show 1 318" solid core self-closing door for 503 (a). . Garages are not permitted to open into a room ' used for sleeping purposes. Section 1104. y. An oc&cmcy separation is not required between carport and residence, provided the carport is open on two or more sides and ?ms no enclosed uses above. Section 503 (a) Exception 3. over garage opening, lateral cross bracing at Show garage framing sections, size of header plate line, method bracing garage front and holddowns if required. Chapter 23. NOTE: ELuimum shear panel ratio is 3 112 to 1 for height-to-width . Table 25-1. +. brs may open into the garage only if the floor or landine in the earaee is not more than~one inch lower than the'door threshold. Section 3304 (h). / jf. Provide an 18" raised platform for any FAU, water heater, or other device in the garage vhich may generate a flame or spark. W Section 508, UPC Section 1310 (a). P FulmATIoN Per soils report, note on the plan the soils classification, whether or not the soil is value. Section 2905 (c). expsnsive and note the allowable bearing 79. Ihe foundation plan does not comply with the Please review the report and modify design, soils report recommendations for this project. notes and details as required to show compliance: 12/16/87 5 Provide notes on the foundation plan listing the soils report recomdation for foundations, slab and building pad preparation. 81. Provide a letter from the soils engineer plan and specifications have been reviewed and confirming that the foundation plan, grading recommendations in the soils report are that it has been determined that the properly incorporated into the construction documents (when required by the soil report). 82. The soils report recomdations excavations be reviewed by soils engineer. Note on the foundation plan that "Prior to the contractor requesting a Building Department foundation building official in writing that: inspection, the soils engineer shall advise the, 1. The building pad was prepared in accordance with the soils report, 2. The utility trenches have been properly backfilled and compacted, and 3. The foundation excavations, formings and report and approved plan." reinforcements comply with the soils & Show height of all foundation walls. Chapter 4 zi height of retained earth on all foundation walls. Chapter 23. If cut or fill slopes exist, show distance of foundation to edge of cut or fill slopes and show steepness and heights of cuts and fills. CL2p;iptcr 29. Note on plans that wood shall be 6" minh above finish grade. Section 2907 (a). f away from building and show drainage pattern Note on plans that surface water will drain and key elevations. On graded sites, the top Of any exterior foundation shall extend ahe the street gutter at point of discharge or the inlet to a drainage device a minimum of 12" PhS 2 percent. Section 2905 (f), 2907 (d) 5. Dimension foundation per U.B.C. Table 29A: Floors Suworted* Stemwall Width DeDth Thickness Pooefnp 2 1 6" 12" 12" 6" 8'' 15" 18" 3 10" 18" 24'' 8" 7" "Foundations may support a roof in addition to the floors. mere only a roof is supported, use foundation for one floor. Show foundation sills to be pressure treated, or equal. Section 2516 (c) 3. 'Jd Show foundation bolt size and spacing. Section 2907 (f). A ,$ Specify size, I.C.B.O. number and manufacturer of power driven pins. Show edge and end distances and spacing. Section 302 (c). If required by structural calculations, show anchors on foundation plan. Section 2312 (f), size, imbedment and location of hold dm 302 (c). / f note on plan that hold down anchors must be If hold downs are required by calculations, tied in place rior to foundation inspection. Section 305 (e! 1. 3". Show adequate footings under all bearing walls and shear walls. Section 2907 (b). Show on the plans stepped foot Show mink 18" clearance from grade to bottom of floor joists and mink 12" clearance to bottom of girders. Section 2516 (c) 2. Show pier size, spacing and depth into undisturbed soil. Table 29-A. 1 /8. Show minimum underfloor access of 18" x 24". Section 2516 (c). 4 Sliow ninh underflour ventilation eqal to 1 sq. it. for each 150 sq. ft. of underfloor area. openings shall be as close to comers as practicable and shall provide cross ventilation on at least two approximately opposite sides. Section 2516 (c) 6. Show wall bracing. Every exterior wood stud wall and main cross partition shall be braced at each end at least every 25 feet of length with 1 x 4 diagonal let-in braces or equivalent. Section 2517 (g) 3. Note cross bridging or blocking. Floor joists and rafters 12" or more in depth shall be not exceeding 8 feet, unless both edges are supported laterally by bridging at intervals held inline. Sac. 2506 (h), 2517 (a) 6. 12116187 6 Show blockinn at ends and at suomrts of floor joists, rafters and trusses at exterior walls. Section 2517 (d) 3, 2517 (h) 6. ~~~ ~ ~~ .-~--- ~~ ~~~~ ~ Show double joists. Floor joists shall be parallel'with the joists. Section 2517 (d) 5. doubled under bearing partitions running Bearing partitions, perpendicular to joists, shall not be offset from supporting girders, beams, walls or partitions, more than the depth of the joist. Section 2517 (d) 5. Show rafter ties. Rafter ties shall be spaced not more than 4 feet on center and be just above the ceiling joists, where rafters and ceiling joists are not parallel. Section 2517, (h) 4- Show rafter purlin braces to be not less than 45 degrees to the horizontal. Section 2517 (h) 5. Show 112" minimum clearance between top plate of interior partitions and bottom chord of trusses. (To ensure loading will be as designed). Show double top plate with minirrmm 48" lap splice. Section 2517 (g) 2. Show nailing will be in compliance with Table 25-Q. Show or note fire stops at the following locations per Section 2516 (f): a. In concealed spaces of stud walls and partitions, including fnrred spaces, at the ceiling and floor levels and at 10 wall; foot intervals along the length of the b. at all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings; c. In concealed spaces between stair and between studs along and inline with stringers at the top and bottom of the run the run of stairs if the walls under the stairs are unfinished; and d. in openings around vents, pipes, ducts, hich afford a passage for fire at ceiling chimneys, fireplaces and similar openings materials. and floor levels, with noncombustible stud heights: Bearing wall: 2 xl and 2 x 6 [Show stud size and spacing. Haxismun allowable max. 10'; Non-bearing: 2 x 4 max. 14'. 2 x 6 max. 20'. Table 25-R:3. Studs supporting two floors, a roof and 1: Table 25-R-3. ceiling must be 3 x 4 or 2 x 6 at 16" O.C. 7 glued laminated wood members shall be given to Note on A.I.T.C. Certificate of Compliance for the building inspector prior to installation. Section 306 (f). 5. Detail all post-to-beam and post-to-footing connections and reference the detail to the plan. Section 2516 (m). 6. Detail shear transfer connections, including roof and floor diaphragms, to shear walls. Section 2513. 117. Specify *nail size and spacing for all shear walls, floor and roof diaphragms. Indicate dimension ratios. [Tables 25 I, J, K and required blocking. Maintain maximum diaphragm Section 4713 (d)]. Show 3" x 4" or 2" x 6" studs in first story of three story building. Table 25-R-3. 9. Provide truss details and truss calculations for this project. Specify truss identification numbers on the plans. plan. Section 302~). Provide roof fram plan and floor framing Provide framing sections thrmqh P Section 302 (c). 2. Specify all header sizes for opening over 4' wide. Section 2517 (g) 5. Provide calculations for main vertical and horizontal framing members and post footings. Section 302 (b). I Provide calculations for main vertical and horizontal framing members and post footings. Section 302 (b). I . Provide calculations for lateral loads, shear panels, shear transfer and related. Section 302 (b). . Show on the plans all structural requirements developed in the structural calculations. Section 302 (c). (See coments below or at ltd* end*) Colms and posts located on concrete or masonry floors or decks exposed to the weather or to water splash or in basements and which support permanent structures shall be supported by concrete piers or metal pedestals projecting above floors unless approved wood of natural resistance to decay or treated wood is used. Section 2516 (c) 4. P 27 Individual concrete or masonry piers shall project at least 8 inches above exposed ground unless the columns or posts which they support are of approved wood 06 natural resistance to; decay or treated wood is used. Section 2516 (c) 4. , . Show location of attic access with minimum size 22" x 30". Section 3205. . Show draft separation for attic areas between units in a duplex. Section 2516 (f). Specify plywood grade and panel identification index. Table 25-N. when roof pitch is less than 3:12, design ridge as a beam. Section 2517 (h). . If foundation cripple wall studs are less than 14" high, framing shall be solid blocking. Section 2517 (g) 4. Cripple wall studs exceeding 4 feet in height shall be 3 inch by 4 inch or 2 inches by 6 inches when sup orting 2 stories. Section 2517 (gp 4. Show plywood sheathing over exposed eaves, or other weather exposed areas, is exterior grade. Section 2516 (i) . Show a weep screed at the foundation plate line on all exterior stud walls to be stuccoed. Section 4706 (e). Detail truss layout for 30" x 30" attic access, if required for equipment in the attic. Ridges, hips, and valleys shall be at least one size larger than supported rafters. Section 517 (h) 3. open beam construction, provide strap ties across the beams at the ridge support. Section 2501 (b). All heating, ventilating, and cooling systems and appliances shall comply with the Uniform Mechanical Code. 9 l+ VA Show the size, location and type of all heating and cooling appliances or systems. 14 Show source of combustion air to furnace, per Chapter 6, WC. heating facilities capable of maintaining a Every dwelling unit shall be provided with room temperature of 70 degrees P. at 3 feet above the floor in all habitable rooms. Show basis for compliance. UBC. Sec. 1211. Show minimum 30" deep unobstructed working space in front of furnace. Section 505, UHC. fi Y 43 Note on plans. "clearances to be per manufacurer's listing." Section 504, UHC. 7 44 Purnace shall not be installed in any bedroom, bathroom or in a closet or confined space with access only through such room unless furnace or electric heating appliance. specified as direct vent appliance, enclosed Section 704 UHC. -+ ;46 . Show I.C.B.O. approval number for prefab fireplace. . Show access to the attic or underfloor furnace to be minimum 30 inches by 30 inches. Section 708 & 709 UMC. . Note that passageway to the attic furnace shall be unobstructed and have conrlnuous , solid flooring not less &n 24 inches wide. Section 708 UHC. ~~~ ~ 9 fixture controlled by a switch for the attic . Show permanent electrical outlet and lighting furnace. Section 708 UHC. . Show details to comply with Section 709 for furnace under the floor, or Section 710 for roof or outside furnace. . Note on plan: Gas vents and non-combustible piping, in walls, passing thrcqh three floors or less shall be effectively draft stopped at each floor or ceiling. UBC, Section 1706 (a) 6. $ Provide dryer vent to outside. UHC, Section 1903. ElxcmlaL ~IunoluL m.EQXIcAL OJm All wiring shall comply with the National Electrical 7. Show on the plan the amperage of the electrical service, the location of the service panel and the location of any sub-panels. Show location of all electrical receptacles. Electrical receptacle locations and/or spacing is not adequate in / . show at least one convenience outlet other than outlets for laundry, etc., outdoors, in garages and basements. NEC, Art. 210-52. Note convenience outlets in bathrmms, kitchen counter top(s) within 6 feet of the kitchen sink, outdoors, and in garages and basements (other than for laundry and similar equipment) .16: shall be GFI protected. NEC, kt. 210-8. 1 per NEC, Art. 250-81. Note electrical system ground to be provided + pla. Show water heater size, type and location on UPC, Section 1301. Show source for providing combustion air to required opening area shall extend into the fuel burning water heater. If wall openings in an enclasctre are used, at least one-half of the muer twelve inches of the enclosure and one- &if within the lower twelve inches. UPC, ,Section 1307. Fuel comtustion water heater shall not be installed in bath or bedroom or in a closet opening into bath or bedroom. UPC, Section l/zide adequate barrier to protect water heater from vehicle damage. UPC, Section 1310. Show T and P valve on water heater and show route of discharge line to exterior. UPC, Section 1007 (e). Note on the plan that hose bibbr and lam prevention devices. UPC, Section 1003(h) & sprinkler system shall have approved backflow (0. and has a minisum floor area of 1,024 sq. in. Show shower stall can accdate a 30" circle UPC 909 (d). I . Show details of duplex coumn (party) walls and floorlceiling assemblies to achieve a of 50 decibels and an Impact Insulation Class Sound Transmission Class (STC) rating in walls Title 25. (IIc) rating on floor/ceiling of 50 decibels. 16 4 1 6. Show how penetrations of assemblies for piping, electrical devices, recessed cabinets, bathtubs, soffits, or heating ventilating, or exhaust ducts shall be sealed, lined. or insulated to mainbin required sound transmission rating. Title 25. Provide insulation in walls and ceiling to achieve STC of 50 bstween garage and living area .if garage use is not controlled by residant. Title 25. WBIGI cmsmvmm / / Permit applications received after June 30, Energy Standards. Provide plans, calculations 1988, are regulated by the new Residential and wrksheets to show compliance. 9. zhe new regulations require a properly completed and properly signed Form CF-lR to be either imprinted on the plans, taped to the plans or "sticky badred" on the plans, to allow the building inspector to readily compare the actual construction with the requirements of the approved energy design. P 170 Section 1403(a)l, Title 24, states that Form responsible for its prepuration. Ihe signer CF-lR shall be signed by the person shall be a civil engineer, mechanical engineer, electrical engineer, architect, general building contractor. mechanical contractor or electrical contractor licensed or registered to practice by the State of California or other individual eligible under Division 3 of the Business and Professions Code to sign such documents. Document signers are subject to the limitations in Division 3 of the Business and Professions Code. Please provide the signature. 7 All energy item shown on the plans murt be in agremt with the information shown on h properly completed Form CF-lR. l/d Specify on the buildinn 01- all of the mandatory energy conservation requirements as Enem Conservation Reauirements". listed on the enclosure titled, '%landaton Id Show the d. model and efficiency of the 7 ~ ~ space heating (or cooling) system and-provide heat loss calculations if the output exceeds 45,000 Bl'UIHr. I f of the addition does not exceed 16% of the 4. For room additions, show that the glazing area newly-conditioned floor area, plus glazing removed or relocated due to the addition. ' See additional corrections below or at end. CARWBAD S.P.D. h J 6. Energy conservation design should be for Zone l/ Ldrains must have auto-prime (city 7 . See attached energy packages. policy). policy). Note exhaust fans cannot be ductless type (city New residential units muJt be pre-plumbed for future solar water heating. Note "two roof jacks must be installed" where the water heater is in the one story garage and directly below the most south facing roof (City Ordinance No. 1BdaW3)* Note "two 314" copper pipes mst be installed to the most convenient future solar pawl story garage and is not directly below the most location hen the water heater is not in a one south facing roof. (City Ordinance No. 8093). heath must be insulated when inareas that All piping for present or future solar water are no: heated or cooled by mechanical means (city policy). P Incorporate the waterproof- detail., on the attached Policy 80-8, where interior livhg space occurs below grade at the masonry wall(s). Show on the Title Sheet on the plans, the Developmental Services Sheet 112383. information required by the attached All new residential buildings, including additions, require a submit m copies. 7 ;$B Heavy timber framing, rninhm 6" x 10" beans and minimum 8" x 8" post, for the structural beam and colunn supporting the fire separation between the garage and living area above, is acceptable if shown on the plans. (city , policy). y' Retardant roof on all structures (Sec. 6 UBC Adopting Ordinance 8792 requires Fire 18.Orr.230). Show compliance with UBC Section 3203(e). City Ordinance 9792 requires two par- washing machines, etc. Show compliance. spaceslunit with clear area of ZO'x20' Le. no Please sea additional corrections, or remsrlrr, on the following page. zlre City of Carlsbad has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, SM Diego, California 92123; telephone number project. If you have any quohtions regarding these of 6191560-1U8, to perform the plan check for your plan check items, please contact " . at Esgil Corporation. If you have any questions regarding City Building permit procedures, please contact Carter Darnell at the City of Carlsbad. 1200 Elm Avenue, telephone 6191438-1161. Thank you. Enclosures: 1. DEVELOPMENTAL SERVICES BWLOING DEPARTMENT ai$ of &arI$bab THE INFORMATION LISTED BELOW MUST BE SHOWN ON THE TITLE SHEET OF THE PLANS FOR YOUR S'INGLE FAMILY OWELLING Site Address Legal Description Assessor's Parcel Number Quantity of Grading in cubic yards Contact Person - Name and daytime Phone Number. Circle any Planning Connnission or City Council Action on this Property: Variance, Corditional Use Permit, Tract or Parcel Map, Zone Change, Planned Development, Redevelopment Permit, Specific Plan, . Site Development Plan PLAN CHECK NUMBER cd 112383 CITY OF CARLSBAD Prepared byt 0 Bldg. Dept. TI In VALUATTON AND PLAN CHECK FEE 0 Esgil PLAN CHECK NO. &3g 40OlS BUILDING ADDRESS zO3+ &REM &f-t fzss ' AP?LICANT/CONTACT LLOYD PHONE NO. 945 s459 BUILDING OCCUPANCY R-3CeDQ.) DESIGNER PHONE a\ TYPE OF CONSTRUCTION c CONTRACTOR PHONE d I BUILDING PORTION I BUILDING AREA IVALUATION 1 VALUE UItT mT'DT Ym I Air Conditioninn Comerclal Plan Check Fee $ s Plans received by Esgil after July 31, 1987 shall have permit and plan check fees calculated per 1985 UBC. ~~ SHEET OF 12/87 000 do cl ENGINEERING CHECKLIST Date: /- /3 -a9 Plan Check No. 8?00f5' Project Address: 2034 &ZEN! /%. Project Name:&,& Aoprr/& Field Check Date: By : 7 Item Complete Q) Item Incomplete - Needs Your Action 1.2,3 Number in circle number that deficiency indicates plancheck was identified LEGAL REQUIREMENTS Site Plan 1. Provide a fully dimensioned site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width and dimensioned setbacks. 2. Show on Site Plan: Finish floor elevations, elevations of finish and proposed slopes, driveway and percent (%) grade and drainage grade adjacent to building, existing topographical lines, existing patterns. 3. Provide legal description of property. 4. Provide assessor's parcel number. PERMITS REQUIRED Grading 5. Grading permit required. (Separate submittal to Engineering Department required for Grading Permit). 6. Grading plans in plan check PE 7. Need the following completed prior to building permit issuance: A. Grading plans signed. B. Grading permit issued. C. Grading completed. D. Certification letter and compaction reports submitted. E. Grading inspected and permit signed off by City Inspector. 8. Right-of-way Permit required for work in public right-of-way etc) . (e.g., driveway approach, sidewalk, connection to water main, 9. Industrial Waste Permit application required. To be filled out completely and returned to Development Processing. / FEES REQUIRED dn 0 dp do 0 10. Park-in-Lieu fees required. Quadrant: - , Fee Per Unit: - , Total Fee: - 11. Traffic impact fee required. Fee Per Unit: ”-- , Total Fee: 12. Bridge and Thoroughfare fee require Fee Per Unit: - , Total Fee: 13. Public facilities fee required. 14. Facilities management fee required. Fee:Xa&& 15. Additional EDU’s required: n0 &]@qA / U Sewer connection fee: ”-- SewerCpermit no. L ~ 16. Sewer lateral required: REMARKS: Date: 1-13-89 check, please call the Development Processing Department at 438-1161. If you have any questions about any of the above items identified on this plan L aaal "I m o"20 PLANNING CHECKLIST . . . . . . . X>.% mmm :zz Plan Check No. &oo,.q Address ,?OS4 fl~~m~ /b Type of Project and Use AOQ/~O- .- Zone - Use Allowed? YES NO 222 .- $52 .- >>> do 0 do 0 Setback: Front Side Rear & Facilities Management Zone 6 School District: San Dieguito Encinitas - Carlsbad x San Marcos - - Discretionary Action Required YES NO _ei Type __ Environmental Required YES Landscape Plan Required YES __ NO &- Comments NO "E do 0 Coastal Permit Required nun Additional Comments OK TO ISS DATE /-/3-8p ": " . '3, CERTIFICATION OF COMPLIANCE DEVELOPMENT PROCESSING SERVICES DIVISION 2075 LAS PALMAS CARLSBAD, CA 92009 CITY OF CARLSBAD Plan Check No, (619) 438-1161 This form shall be used to determine the amount of school fees for a project and to veZifY that the project applicant has complied with the school fee requirements. No building permits for the projects shall be issued until the certification is signed by the appropriate school district and returned to the City of Carlsbad Building Department. SCHOOL DISTRICT: __ Carlsbad Unified 6350 Yarrow Drive Ste. A Carlsbad, CA 92009 (438-5710) San.Marcos, CA 92069 (744-4776) San Marcos Unified 270 West San Marcos Blvd. __ Encinitas Union Elementary San Dieguito Union High School Encinitas, CA 92024 (944-4306) 189 Union Street Encinitas, CA 92024 (753-6491) 625 North Vulcan Project Applicant: Mo? APN:~/~- /6 - 93 Project Address: 3034 AGENAL Rb RESIDENTIAL: SQ. FT. of living area 3 2 26 Number of dwelling units I SQ. FT. of covered area SQ. FT. of garage area COMMERCJAL/ INDUSTRIAL: SQ. FT. AREA Prepared By Date /. 1 g? FEE CERTIFICATION (To be completed by the School District) J Applicant has complied with fee requirement under Government Code 53080 Project is subject to an existing fee agreement Project is exempt from Government Code 53080 - Final Map approval and construction started before September 1, 1986. (other school fees paid) Other - Residential Fee Levied: $3'@7,58 based on add sq. ft.@ % \ - 5-3 CommlIndust Fee Levied: $ based on sq. ft.@ .. i Schornistrict Official Title Date AB 2926 and SB 201 fees are capped at $1.50 per square foot for residential. AB 2926 is capped at $.25 per square foot for commercialjindustrial. ~~ . .. DEVELOPMENT PROCESSING SERVICES DIVISION 2075 LAS PALMAS DRIVE CARLSBAD, CA 92009-4859 (619) 438-1161 MISCELLANEOUS FEE RECEIPT Appllcanl Please Prlnt And Flll In Shaded Ana Only ESTMATED VALUATION 1 2ENERGVCALCS I , ., 8, . ." ,. I .. . 6 0 2 1987 ENERGY CALCS .. FOR NON RESIDENTIAL BLDGS 1 DESCRIPTION OF WORK ,. 0 2 STRUCTURAL CALCS 2 SELF ADDRESSED ENVELOPES SCHOOL FEE F -. .... . , ,, CERTIFICATE OF OCCUPANCY .. .. .. I APPLICANT'S SIGNATURE DATE White. File Yellow . Applicant Plnk . Finance Gold. Assessor - ~~ -. :& # ADDRESS CITY STATE ZIP CDOE DAY TELEPHONE STATE LIC. X LICENSE CLASS CIlY BUSINESS LIC. X SIGNATURE TllLE DESIGNER NAME DATE ADDRESS CITY STATE ZIP CODE DAY TELEPHOHE STATE LIC. X - or a certificate of Workers' C-msfim insurance by an adnifted insurer, or an exact cow or duplicate thereof certified by the Director of the imyre? thereof filed with the Building Inspection Deprflnenf llecfion 3800. Lab. C). ESGIL CORPORATION 0320 CHESAPEAKE DR., SUITE 208 TLrr'g, c5~1 L I 21 u \ 87 SAN DIEGO. CA 92 123 (619) 5601468 DATE : 12\2qI 87 JURISDICTION: Cl+a1 .=@)%q - PLAN CHECK NO: 8s -0015 SET: &.Jx rJUPS PROJECT ADDRESS: PROJECT NAME: 'przro cLosAe d ?*io DDESIGNER 2-0- &P" - RD. 0 necessary and substan.tially comply with the .jurisdiction's The plans transmitted herewith have been corrected where building codes. @ with the jurisdiction's building codes when minor deficien- The plans transmitted herewith will substantially comply . ties identified LA1 checked by building department staff. are resolved and 0 identified on the enclosed check list and should be corrected The plans transmitted herewith have significant deficiencies and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the 0 jurisdiction to return to the applicant contact person. 0 The applicant's copy of the check list has been sent to: @ Esgil staff did not advise plan check has been completed. 0 Esgil staff did advise applicant that the plan c been completed. Person contacted: Date contacted: Telephone # - By:.=- G\LS ;c 1% Enclosures :{opL4.nls UGA OAA Ovw ODM ESGIL CORPORATION - Who May Prepare Plans ProvisionsofAssemblymanCondit’sbiIIAB2313wereamended into SB 790, authored by Senator John Seymour, which has been signed into law and became effective January 1, 1986. (Chapter 1327, Slatutesof 1985). long-standing conflict between the Architects Act and the Engi- This measure contains two important items: First, it cleared up a neen Act in which one act allowed plans to be prepared by certain individuals,whiletheotheractdidnotpermitthis.Thetwoactsare now the same. The second important item from the bill limits the architectural or engineering sewices that an unlicensed person may perform. The following excerpt from the bill addresses the exceptions to therequirementthatalicensedcivilengineerorarchitectmustsign plans. to read as follows: Section 6737.1 of the Business and Profession Code is amended Section 6737.1 (a) Thischapterdoesnotprohibitanypersonfrompreparingplans, drawings or specifications for any of the following: (1) Single-family dwellings of wood-frame construction not more than two stories and basement in height. (2) Multipledwellingscontainingnotmorethanfourdwelling unitsofwood-frameconstruction not morethan two stories and basement in height. However, this paragraph shall not be construed as allowing an unlicensed person to design multiple clusters of up to four dwelling units each to form apartment or condominium complexes where the total ex- (3) Garages or other structures appurtenanlto buildings de- ceeds four units on any lawfully divide lot. scribed under subdivision (a) of wood-frame construction not more than two stories and basement in height. (4) Agricultural and ranch buildings of wood-frame construc- tion, unless the building official having jurisdiction deems thatanunduerisktothepublichealth,safetyandwelfareis (b) IfanyportionofanystructureexemptedbythissectiondeLiates involved. from conventional framing requirements for wood-frame con- form Building Code or tables of limitation for wood-frame struction found in Chapter 25 of the 1985 edition of the Uni- construction as defined by the applicable building code duly adopted by the local jurisdiction or the state, the building official having jurisdiction shall require the preparation of plans, drawings, specifications or calculations lor that portion by, or under, the direct supervision of a licensed architect or registered engineer. The documents for that portion shall bear the stamp and signatures of the licensee who is responsible lor their preparation. /L PERM~T APPLICATION City of Carlsbad Building Department 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) m-1161 1. PERMIT TYPE 1 L EST. VAL 1 . 2. PROJECT INFORMATION PLAN CHECK No. - FOR OFFICE USF ONLY CITY STATE ZIP CmE DAY TELEPHONE STATE LIC. X LICENSE CLASS CITY BUSINESS LIC. X SIGUAfUIIE DESIGNER NAME ADDRESS TITLE DATE 7. WORKERS' COMPENSATION CITY STATE IIP CWE OAT TELEPHONE STAlE LIC. Y __ ' workerr'. CCnpenPstlon Oeciarafim: I hereby affirm fhaf i Ure a cemiiicate of Cmsrnf (0 $elf-insuPc issued by the Diiactor of Industrial Relati-, or a Certificate of Workers' Campenration lnrvrsncc by en &itred insurer, or en exact c~py or +ticafe thereof Certified by fhc Director of the insurer fhercof filed with the Building lnrpcfian Drpr-r (Section 3800. Lab. c). SIGNATURE 8. OWNER-BUILDER DECLARATION DAlE Owne?-Builder Declaration: I hereby affirm fhdt I am exem: frm the Coocraclr)r'~ Llcenre LBI for <he follawlng reason: Date : \%bi (Bq Jurisdiction Prepared by: 0 Bldg. Dept. " 6tvl VALUATION AND PLAN CHECK FEE Esgil PLAN CHECK NO. A%" (5 - BUILDING ADDRSS 2034- &?-kmIc)c -3 - APPLICANT/CONTACT QM\KE LbyD PHONE NO. ?+S 84s - 9 BUILDING 0CCUP.ANCY - two\ DESIGNER PHONE TYPE OF CONSTRUCTION ' VL'M CONTRACTOR PHONE BUILDING PORTION VALUE VALUATION BUILDING AREA MULTIPLIER I I I I I I I I Total Value I Building Permit Fee f \355100 J * Plan Check Fee $ 1 f ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 Ed,, , L-, 8 It? \ bq SAN DIEGO. CA 92123 (619) 5601468 DATE : 9\11 63 JURISDICTION: CwLL.JDeO PLAN CHECK NO: 83-0olS SET: em, z OUPS PROJECT ADDRESS: 20 34 4 PEN-GL- ED. PROJECT NAME: &VISE % *DO- OFILE COPY ODESIGNER 0 necessary and substantially comply with the jurisdiction's The plans transmitted herewith have been corrected where building codes. The plans transmitted herewith will substantially comply 0 with the jurisdiction's building codes when minor deficien- cies identified checked by building department staff. The plans transmitted herewith have significant deficiencies . 0 identified on the enclosed check list and should be corrected and resubmitted for a complete recheck.'^ The check list transmitted herewith is for your information. plans are submitted for recheck. The applicant's copy of the check list is enclosed for the are resolved and @ The plans are being held at Esgil Corp. until corrected jurisdiction to return to the applicant contact person. . @ The applicant's copy of the check list has been sent to: W C(uGQk2 ?.6& EOU, \\+b .. VlS'iF),! CPn 32083 -.. Esgil staff did not advise the applicant contact person that plan check has been completed, on*r"ncnN *QILI~*~. 0 Esgil staff - did advise applicant that the plan check has been completed. Person contacted: Date contacted: Telephone # 0 REMARKS: OGA OAA Ovw ODM Dater9!7!@ Jurisdiction ~XKZCSOTW~ Prepared by8 avl VALUATION AND PLAN CHECK FEE a Bldg. Dept. 0 Esgil PLAN CHECK NO. 89 -0015- - IZW, \ BUILDING ADDRESS 2034 kEio% POI APPLICANT/CONTACT MIL, Huk~t"5 PHONE NO. 721 -+\ZS- BUILDING OCCUPANCY e-3 LQGI~J DESIGNER PHONE TYPE OF CONSTRUCTION V -Id CONTRACTOR PHONE BUILDING PORTION VALUE VALUATION BUILDING AREA MULTIPLIER Air Conditionina Commercial . @ Residential @ Fire' Sprinklers e To tal Value Res. or Corn. I COMMENTS; SBEET - OF 12/87 PLANNING CHECKLIST Plan Check No. APN: 91 r-160 - 0 3 P1 anner Gh, Phone 438- 1161 Type of Project and Use I%&. (Name) r Zone - Facilities Management Zone 6 lW3.d Item Complete @) Item Incomplete - Needs your action was identified 1, 2, 3 Number in circle indicates plancheck number that def iciency Environmental Review Required: YES - NO - TYPE DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which Conditions of Approval require action. Discretionary Action Required: YES >( NO - TYPE APPROVAL/RESO. NO. PROJECT NO. . OTHER RELATED CASES: DATE : Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval Coastal : YES - NO - DATE OF APPROVAL: Compliance with conditions of approval? If not, state conditions which require action. Condi t i ons of Approval Landscape Plan Required: YES NO See attached submittal requirements for landscape plans Site Plan: 1. 2. 3. 4. Zoning: 1. 2. 3. 4. Provide a fully dimensioned site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed width and dimensioned setbacks. structures, streets, existing street improvements, right-of-way grade adjacent to building, existing topographical lines, existing Show on Site Plan: Finish floor elevations, elevations of finish and proposed slopes and driveway. Provide legal description of property. Provide assessor's parcel number. i'. Setbacks: Front: Required - Shown Int. Side: Side: Required Shown Required Shown Required Shown Lot coverage: Required Shown Height: Required Shown Parking: Spaces Required Shown Guest Spaces Required Shown Additional colents and remarks have been made on the building plans. These marked-up plans uy be picked up at the Building Department. These narked- up plans must be iesukitted with the revised plans for this project. Have plans been marked up? YES NO PLNCK. FRM .- PAGE / OF MANNING ENGINEERING 28751 RANCHO CALIFORNIA ROAD . PAGE Y OF PROJECT ENGR' DATE MANNING ENGINEERING 28751 RANCHO CALIFORNIA ROAD TEMECULA, CA 92390 PHONE (714) 676-1844 PAGE 3 OF PROJECT ENGR DATE MANNING ENGINEERING 28751 RANCHO CALIFORNIA ROAD TEMECULA, CA 92390 PHONE (714) 676-1844 1 PROJECT MANNING ENGINEERING ENGR DATE 28751 RANCHO CALIFORNIA ROAD TEMECULA, CA 92390 PHONE (714) 676-1844 ~~~ .A. PAGE OF PROJECT ENGR DATE MANNING ENGINEERING 28751 RANCHO CALIFORNIA ROAD TEMECULA, CA 92390 PHONE (714) 676-1844 ~~~ PAGE 7 OF PROJECT MANNING ENGINEERING ENGR 28751 RANCHO CALIFORNIA ROAD TEMECULA, CA 92390 DATE PHONE (714) 676-1844 ~~ . Y - -1 I- -1 - . t- r" PROJECT ENGR DATE MANNING ENGINEERING 28751 RANCHO CALIFORNIA ROAD TEMECULA, CA 92390 PHONE (714) 676-1844